MEMS阵列变形测量,亚毫米级机器人全站仪验证

T. Beran, L. Danisch, A. Chrzanowski, Maciej Bazanowski
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引用次数: 4

摘要

在存在环境温度变化的情况下测量亚毫米级结构变形是具有挑战性的。本文介绍了利用ShapeAccelArray (SAA)仪器测量温度变化引起的结构运动,并通过大地测量监测系统进行了验证。SAA是一种岩土工程仪器,常用于监测土壤中的位移。SAA使用微机电系统(MEMS)传感器来测量重力场中的倾斜度。大地测量监测系统使用ALERT软件,利用机器人全站仪(RTS)感知目标相对于控制点的位移。测试装置由一个中央四米的独立钢管和其他钢管焊接在它的大部分长度。中心管锚固在混凝土基础上。这个复合“杆子”配备了两个SAAs和三个大地测量棱镜,分别安装在顶部、中间和基础上。大地测量系统使用安装在附近建筑物的混凝土基础和杆子底部的多个控制目标。使用两个SAAs的长期观测表明,由于环境温度的周期性变化,导致磁极每天移动几毫米,因此磁极容易变形。在为期数天的实验中,我们可以使用SAA和RTS系统来追踪这种移动。本文给出了比较两种仪器测量结果的数据,并提供了由于温度变化而检测看似刚性物体的二维运动的一个很好的例子。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Measurement of Deformations by MEMS Arrays, Verified at Sub-millimetre Level Using Robotic Total Stations
Measurement of sub-millimetre-level deformations of structures in the presence of ambient temperature changes can be challenging. This paper describes the measurement of a structure moving due to temperature changes, using two ShapeAccelArray (SAA) instruments, and verified by a geodetic monitoring system. SAA is a geotechnical instrument often used for monitoring of displacements in soil. SAA uses micro-electromechanical system (MEMS) sensors to measure tilt in the gravity field. The geodetic monitoring system, which uses ALERT software, senses the displacements of targets relative to control points, using a robotic total station (RTS). The test setup consists of a central four-metre free-standing steel tube with other steel tubes welded to most of its length. The central tube is anchored in a concrete foundation. This composite “pole” is equipped with two SAAs as well as three geodetic prisms mounted on the top, in the middle, and in the foundation. The geodetic system uses multiple control targets mounted in concrete foundations of nearby buildings, and at the base of the pole. Long-term observations using two SAAs indicate that the pole is subject to deformations due to cyclical ambient temperature variations causing the pole to move by a few millimetres each day. In a multiple-day experiment, it was possible to track this movement using SAA as well as the RTS system. This paper presents data comparing the measurements of the two instruments and provides a good example of the detection of two-dimensional movements of seemingly rigid objects due to temperature changes.
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